HomeMy WebLinkAbout68 Pine Street 1st Floor Framing PlanJC''.ST
DRAWI' �G LEGEND
A = 6EAM
d L `ALT M re HtifGCe J L
r zl;reoPe>
&4' _vL
NOTE:
USE LVL A5 RIM AT ALL
DECK ATTACHMENT
LOCATIONS,
SOLID BLOCKING PANEL DETAIL
Web 5tifferer Secmanu°acture5 literature for
( � ""
REFER TO D"cTP,IL 5A FOR
DESIGNED FOR FLOOR LOADS ONLY. ROOF
4000 pawds pt, foot
' 1" rm
Veniczl Load Capacity
hanger, Nz wlth &
Ncte: Check w -- local building officials for use of the detail in
13EAM5 MUST BEAR ON EXTERIOR WALLS AND
IING PLAN5, OUTLINING INSTALLATION
INTERIOR WALLS WITH BEARING STRAIGHT
Size & alllrg sched.le
3!4"sheathing
a
NAILING., 1EDULE
L BE 5UBMITTED FOR APPROVAL BY THE
board
10d na16.
areas of Llgh lateral forces.
ITITIE5 AND LENGTH5 ARE THE
use icd Naas Fce valvwL
i
W n 5tlffene•5 ,n5talled at
O
ACCORDANCE WITH MANUFACTURERS
1" rim
( board
���111
RECOMMENDATIONS.
soy 5hblccks must be 3 4
eeathng
1/1E ao6ve I-J015t
117/8
2
12
tea na ends.
+
3
I
°
2
web 5t1.'ene"
o
O
�-r
(
20
J015TS
+
+ +
I
I-915°
+ o
2
j LVL for Elm boaro
l
n5taled cn beth
Bides,
�
z-0" +
2 Od
'i
1
- 1
i6
j.
ween a ledger 2x_ Deck
c
attachme=S i5 used. Ledoer
'Y�� °
1 oc \ +
5o.'id dock,ng
e
o
- na',15, one on
each Bide @-' minimun
Ptach'mb and
BCI
I Reoures packer Nook where
s
1 314" LVL
ENOL F.:rE
rrVoeays uPro z oee�
10
ASTV. A-507 (CR BETTER) BOLTS
*nom
to 2x eillw8, ails
12
6 t ec:.ms end to
panels over all
Insta'.I web
of 11/2' end o-
jeiet
� 6 o'e'
a,ger load exceeds t�lt5.
9'
28
TR E_RCW5 F w_e 1Z^ F
bear'r areas.
9
13
1/2" DIAVETER FENDERWASHERS BOTH FACES
Jost
block,ng.
end J„Irts should xcur
BLOCKING
AJE-10
sufferers where
32'
L.F.
HANGERS
2x -dock
between je5z5.
WEB STIFFENER noted only.
BOLTED CONNECTION
JOIST NAILING
RIM BOARD CANTILEVER
HANGER CONNECTIONS
SQUASH BLOCKS
DECK ATTACHMENT
LVL LAMINATION
/A\
I I I
rI I I
I InI
13/4" X 117/8" LVL
I I "L
THE FLOOR SYSTEM (1—JO15T5, LVLS) ARE
DESIGNED FOR FLOOR LOADS ONLY. ROOF
I:
LOADS FROM RAFTERS, BRACING, AND
DRAWINGS, TYPICAL DETAILS AND
13EAM5 MUST BEAR ON EXTERIOR WALLS AND
IING PLAN5, OUTLINING INSTALLATION
INTERIOR WALLS WITH BEARING STRAIGHT
EDURE5 AND UNIT IDENTIFICATION MARKS,
THROUGH TO A FOOTING. ANY ROOF LOADS
L BE 5UBMITTED FOR APPROVAL BY THE
CARRIED BY THE FLOOR SYSTEM MUST BE
ECT ARCHITECT AND/OR ENGINEER. EXACT
50 INDICATED ON THE FRAMING PLAN
ITITIE5 AND LENGTH5 ARE THE
SUBMITTED TO U5 FOR TAKE—OFF. PRODUCT
'ON5151LITY OF THE CONTRACTOR.
TO BE 5TORED, HANDLED AND INSTALLED IN
FACTOR 15 TO VERIFY ALL 5EAM5 AND
ACCORDANCE WITH MANUFACTURERS
-5 AT THEIR EXACT LOCATIONS.
RECOMMENDATIONS.
I I I
rI I I
I InI
13/4" X 117/8" LVL
I I "L
ALL DLUE FL001\ JOISTS TO 13E
31/2' X 117/81' AJS-25'5 Cad 16''
O.C. UNLESS NOTED OTHEP\WISF
I,I II
10/,21; ALL MAF\OON FLOOF\ JOISTS TO 13E
— — -i -!2 1/2'' X 117/5'' AJS-1015 Cad 16'' O.C.
I I
--------------- I
ENGINEERED WOOD
FLOOR SYSTEV 5TO-IK LIST
LE'✓E
I:
517E
I
LGTH('
IST
RIM
117/8
�I
I
GIZDE_�
LVL
91/2
2
I
I
r
n
I
I_VL
117/8
2
12
I
3
I
I
2
16
(
20
J015TS
I
I
16 1
I
2
14
I
(
20
10
28
°I
I
JOISTS
ALL DLUE FL001\ JOISTS TO 13E
31/2' X 117/81' AJS-25'5 Cad 16''
O.C. UNLESS NOTED OTHEP\WISF
I,I II
10/,21; ALL MAF\OON FLOOF\ JOISTS TO 13E
— — -i -!2 1/2'' X 117/5'' AJS-1015 Cad 16'' O.C.
I I
--------------- I
PR, & MRS. 5RUCE GOKPON
68 PINE ST, — YAR MOUTH FORT, MA
DESIGN CRITERIA: 40# FSF LIVE LOAD
10# FSF DEAD LOAD
PAGE 1 OF 1
ENGINEERED WOOD
FLOOR SYSTEV 5TO-IK LIST
LE'✓E
MATERIAL
517E
PC5
LGTH('
IST
RIM
117/8
15
16
GIZDE_�
LVL
91/2
2
18
6
20
I_VL
117/8
2
12
3
14
2
16
4
20
J015TS
AJ5-10
117/6
16 1
12
2
14
3
20
10
28
JOISTS
AJS-25
117/8
3
10
3
12
8
20
3
28
13
38
BLOCKING
AJE-10
117/8
32'
L.F.
HANGERS
I -T311.88
16
ITT 411.88
12
HGUS 412
4
[UT 310
12
SUL 310
6
SUR 310
6
PR, & MRS. 5RUCE GOKPON
68 PINE ST, — YAR MOUTH FORT, MA
DESIGN CRITERIA: 40# FSF LIVE LOAD
10# FSF DEAD LOAD
PAGE 1 OF 1